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Casa Grande Ave
as CASA GRANDE AVENUE wa STORM DRAIN CITY OF FONTANA DRAINAGE STUDY December 8, 2005 fis err REVIEWED BY WILLDAN a,. THIS CNiI ENGINEERING DOCUMENT NAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH APPUCABIE CITY STANDARDS. ACCEPTANCE BY THE REVIEWER OF ANY ELEMENTS OF THE ENGINEERING DOCUMENT DOES NOT w CONSTITUTE A WARRANTY AND DOES NOT REUEVE THE APPLICANT OR APPUCANT'S CONSULTANTS OF FULL Reference: 126-205 RESPONSIBILITY FOR COMPLIANCE WITH CODES AND STANDARDS. PREPARED B .IGNATURE DATE Madole & Associates, Inc. 760-A S. Rochester Avenue • Ontario, CA 91761 (909) 937-9151 Fax 937-9152 •• gML-66€(-- /7/2/0,f— _ ai Nguyen DateOFESSd �. eq.)" 4 A �-/44 f---- / ° 1\11 .3.6.6,4L`= go Wendell L. Iwats, ate Ex R.C.E. 36637 Exp. 6/30/05 .Cell-`��4 1 gt OF CAS 12/08/05 R-1 NA I�r S di Nio CONTENTS 0 r�r SECTION TITLE u A DISCUSSION ❑ Vicinity Map NA ❑ Q Q100 HYDROLOGY ❑ Reference MPSD B3 Hydrologic Drainage Map ❑ Catch Basin/Laterals Hydrology Map mit o H STORM DRAIN HYDRAULICS ❑ Line B3 in Casa Grande Avenue om o Laterals B3-12 thru B3-15 S o D STREET FLOW DEPTH& CATCH BASIN INLET CALCULATIONS om o Catch Basin Sizing Calculations ❑ Inlet Capacity Calculations ❑ R REFERENCES&MAPS "D u Q100 Hydraulic Calculation SD-line B3 in Citrus Avenue 0 100-Year Isohytel Map ❑ Soils Group Map 5 o Referenced D-Load Chart ❑ A Portion of MPSD Calculation SD-line B3 in Citrus Avenue o Copy of Casa Grande Storm Drain NIP OW +r S S S S S S X11 10/26/05 R-1 OM• DISCUSSION 01- .. Introduction The purpose of this report is to provide the hydraulic analysis for the proposed storm drain in Casa on Grande Avenue from Citrus Avenue easterly approximately 1300 feet. The proposed storm drain is m the extension of the Citrus Avenue Storm Drain, MPSD Line B3 in the City of Fontana. (A copy of portions of the Storm Drain Plan, hydraulic calculations, and hydrologic study relating to this project are included as reference). Existing Conditions This portion of the Casa Grande improvements is located on the east side of Citrus Avenue about 'A mile north of Summit Avenue. The general area surrounding this portion of Casa Grande is open field. Proposed Storm Water Drainage MPSD Line B3 will provide the primary drainage infrastructure for the Qioo-Year storm water runoff ,,,w from an area north and east from the location of this storm drain. A 48" R.C.P. lateral will be provided for adjacent property on the north side of Casa Grande for the future school site. Catch basins and drainage inlets will also be provided for the local runoff in the street area. ow Method of Study: Hydrologic Study and Hydraulic Calculations The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was performed in the determination of the storm runoff peak flow rates (Section Q). AES software was m utilized for the hydrology calculations, street flow depth analysis, and catch basin sizing. Civil Design's WSPGW hydraulic software program was used to analyze pipe sizes and carrying capacities (Section H). References are made to the Citrus Avenue Drainage Study (MPSD Line B3) of which is included in so this report. The initial Q100 at the east end of this proposed portion section of the mainline B3 was estimated to be 436.5 c.f.s. The contributing area at Node 65 is labeled for the future school (38.2 acres),which includes the street area of Casa Grande as shown in the referenced study. as Since, the minor local flows in the street area range from 0.4 to less than 1 %of the total 505 c.f.s. and are already included in the contributing area (38.2 acreas), the local runoff in the street areas were Illi calculated and shown separately here. The lateral hydraulic calculations are provided here also. OR 09/23/05 R-1 rr fill Iii II 51 1 I f 1 f 1 f 1 ( 111 ( 111 ( 11111 1 1 1 1 ! it I • 1 , i i, C NYDN RAD // / UNCAN 1 ; I Q a K / c‘0144 -. ''. Q j I I I 7.- 4*-1 I ji € ! I i I W 6,,� � , CASA GRANDE AVENUE ;l m .. r IIIIMillIll � �j W!` W : 1-14L I, , ' I I I�r � / I - - ... - .. ! i I i I %/ � WI Q I i WIC(E . � i I til I I iI i i I i I I I, I j .!,1 174 f I !.'• 17''...{',t :,< 1.( i1', i t i I SUMM>T ;4 VIcNU ' a jI ' !i ! - • - f il` `' .:'y+'r;° 'i {. ! iry _ .!-1�iiJj - i.'-..:';, ,., l ,J i `` Vi ii'.1--,,,:-.1)'.'.., ! • ff l_ I i i 1 f ii i 1 1 H. fi-... , '.1. t>k i , I j VICINITY MAP NOT TO SCALE J:1126-20131Exhibits1ST01.dwa.7/18/2005 1:54:27 PM.TN um IS CREAGE • SUBAREA DESCRIPTION DENSITY a OR LENGTH BETWEEN NODES L=500' a FLOW ARROW �- es FLOW LINE — — BOUNDARY imp .. FUTURE R/W LINES SI PROPOSED STORM DRAIN On ti, FUTURE STORM DRAIN -- — — ›,, 0 iii 0 OM C4 .. On Z Ow C4 NO NO 100 —YEAR STUDY w ... HYDROLOGIC DRAINAGE MAP 'c' ON U1 MPSD LINE B3 E. E. -R CITRUS AVENUE C' d IP CITY OF FONTANAco a pa OR MADOLE AND ASSOCIATES, INC. z ii 0-1 UP "A" EXCEPT Z 10601 CHURCH STREET STE. 107 JOB NUMBER a GROUP "B RANCHO CUCAMONGA, CA 91730 126-2013 Q PHONE (909) 948-1311 S III 1EET 1 a 5/23/2005 OF di J:\126-2013\stornAHYD-MAP.dwa.7/6/2005 6:43:59 PM.Wendell.Wendell MI a 'mrpromooramosolorl•••••• 11 1 I i II I , I , I "I ' •I I 1 1 i I I I I:11 i I I Nt rl 1 1 i III I 111 I 1 4 I I # I li I I 1 I i i i I I .11 I I , I II 11 ill I . I I =EMI. I 23 k = 5.7 33 ) 1 4 1 Ii = / a100=/ZZ I . , .... 1 II 2 / lf = 06.8 FUME SCHOOL six A. 02X-141-J2 I 11 // • its im..._ _ _ CS 0.5-14 / 7. 17 7 OD'.7-Itecf877. - - --..7"-- - --..4017.1kas17-07-ssaTer, ___. __ __;_.... ____ • -__ - __.Tiva.oiaiw _ , w ismui7-1- ---7---- i-7-----.17...._,-......71. i.7._____=7"-- -- ------ 7 7 ----tril I i 411 1 it ti _ * .. , 41118„... ______ ____ w - / tillear / ; .ar ) . . C.01/3"./ ."----.1-4"7.;.--7----- ---= - - -.„„ 1 - •*-* ' A / ' 1 • ,, ....... _ 1 IZ soniim 1-4.$(.6 me •:,,, ,, - it/..^-... *4... ;ZR.La.1111111111;J. . '• -' —.--0011ussiV'—--"......Or... , -IV' _ . ............__-............. - - - -0.57-Aft -- .;;;;;;;- ••;;;;;-- , - - -- - i . -- ........................___ :A4 m -•-• _ -i-jr--i -Ii4--- I-4- ..,, 100 .- ilk 102 •••• .... MEN I. 4110 —........--........ •'Ai u===..---.....=en 41.••••""-- ... limiPlIglilemar=1Wiliamir „ .. ----'1 I 41 I i ' Wii LOT V' ' • -- ' 441111111-+CIPP .1• 11.11.i7 •••••• --.--- - ----. = 173 =.s I I!f I 1 it 1 ,, 18. ! 1 II 7 = OF = '2 \ i , 1 II I 1 ! \ 15 ___.1 4 8 4 7 a T.T.M. 9 10 gm_ ink ki241 irq ir , 0100= 1.9cfs 1, XI: 1 4'i ts 14 N0 0 00= INITIAL 1 = 06.8 i I TRACT 174311 1 i'll 1 1 I 1 U00= 3.5ds 3 ' 11 ' ill IS I 11)1 1 1 , , I 1 1 i f 1 p 4 i II ! 1 ! !4! , ...... _ _ ..... I I. I I „ 1 1 1 I I 1 oi # r ; . , LH i - 21- -*T7-1 7.17 77.. .. 1 ;1 ' /-7---t-T-7r-_,.._,,.., ak.as•ank 4gt.c.op ma 4.rip.+wt.a= .., -.... 1 1 li i II I III‘ i i 1 i I II i I 11 I i it I ( 11 i fl I 1 i I 1 I tI Ill CI, r% 1 I $ 1 , ... CATCH BASIN & LATERALS HYDROLOGY MAP , „.. i I . 1 I • 1 MR a MR **************************************************************************** 0- RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2004 Advanced Engineering Software (aes) in Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Mi Analysis prepared by: op Madole & Associates, Inc. 760-A S. Rochester Avenue Ontario, Ca 91761 / r DESCRIPTION OF STUDY *b ************************** ******************* k `�` � di * CASA GRANDE AVE. CATCH BASINS IN THE CITY OF FONTANA * Q100-YEAR HYDROLOGY STUDY * JN 126-2050 to cbcg.dat ************************************************************************** MO FILE NAME: P:\126-2050\DRAINAGE\CBCG.DAT TIME/DATE OF STUDY: 16:30 09/14/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- mom USER SPECIFIED STORM EVENT(YEAR) = 100.00 so SPECIFIED MINIMUM PIPE SIZE(INCH) = 24.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 em *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* ■f SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN) ) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.5500 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* di *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR ■r NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 33.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 "'l 2 34.0 17.0 0.020/0.020/0.020 0.67 1.50 0.0313 0.120 0.0150 us GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED FLOW PROCESS FROM NODE 9.00 TO NODE 11.00 IS CODE = 21 NM »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 NM ELEVATION DATA: UPSTREAM(FEET) = 22.20 DOWNSTREAM(FEET) = 18.50 Tc = K*[ (LENGTH** 3.00)/(ELEVATION CHANGE) ]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.592 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.358 SUBAREA Tc AND LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.40 0.80 0.10 52 7.59 AN AM SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 MR SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 Al SUBAREA RUNOFF(CFS) = 1.90 TOTAL AREA(ACRES) = 0.40 PEAK FLOW RATE(CFS) = 1.90 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 15.00 IS CODE = 21 MO »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW-LENGTH(FEET) = 830.00 ELEVATION DATA: UPSTREAM(FEET) = 17.50 DOWNSTREAM(FEET) = 6.80 4111 Tc = K*[ (LENGTH** 3.00)/(ELEVATION CHANGE) ]**0.20 MN SUBAREA ANALYSIS USED MINIMUM Tc(MIN. ) = 10.677 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.367 SUBAREA Tc AND LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc W LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.90 0.80 0.10 52 10.68 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 MO SUBAREA RUNOFF(CFS) = 3.47 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 3.47 0111 **************************************************************************** FLOW PROCESS FROM NODE 9.00 TO NODE 21.00 IS CODE = 21 GO »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< �AII »USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« MO INITIAL SUBAREA FLOW-LENGTH(FEET) = 640.00 ELEVATION DATA: UPSTREAM(FEET) = 22.20 DOWNSTREAM(FEET) = 15.70 Tc = K*[ (LENGTH** 3.00) /(ELEVATION CHANGE) ]**0.20 MS SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.093 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.517 ww SUBAREA Tc AND LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.70 0.80 0.10 52 10.09 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.80 So TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 2.80 FLOW PROCESS FROM NODE 21.00 TO NODE 23.00 IS CODE = 62 am >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »»>(STREET TABLE SECTION # 2 USED)««< UPSTREAM ELEVATION(FEET) = 15.70 DOWNSTREAM ELEVATION(FEET) = 6.80 STREET LENGTH(FEET) = 545.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 34.00 di di DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 MO SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 MI Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0150 IN **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.99 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: 111 STREET FLOW DEPTH(FEET) = 0.34 AM 1A S MO N HALFSTREET FLOOD WIDTH(FEET) = 10.98 MO AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.02 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.03 STREET FLOW TRAVEL TIME(MIN.) = 3.00 Tc(MIN.) = 13.10 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.863 OM SUBAREA LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.70 0.80 0.10 52 411 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 MO SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.38 EFFECTIVE AREA(ACRES) = 1.40 AREA-AVERAGED Fm(INCH/HR) = 0.08 MR AREA-AVERAGED Fp(INCH/HR) = 0.80 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS) = 4.77 AO END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.82 OM FLOW VELOCITY(FEET/SEC.) = 3.15 DEPTH*VELOCITY(FT*FT/SEC.) = 1.13 MI LONGEST FLOWPATH FROM NODE 9.00 TO NODE 23.00 = 1185.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 3.00 IS CODE = 21 NM »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< MR INITIAL SUBAREA FLOW-LENGTH(FEET) = 700.00 d i ELEVATION DATA: UPSTREAM(FEET) = 1756.00 DOWNSTREAM(FEET) = 1734.00 4111 Tc = K*[ (LENGTH** 3.00)/(ELEVATION CHANGE) ]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.310 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.218 SUBAREA Tc AND LOSS RATE DATA(AMC III) : OM DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) 10 SCHOOL A 19.10 0.80 0.60 52 11.31 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 64.30 NO TOTAL AREA(ACRES) = 19.10 PEAK FLOW RATE(CFS) = 64.30 **************************************************************************** - FLOW PROCESS FROM NODE 3.00 TO NODE 5.00 IS CODE = 51 OW »»>COMPUTE TRAPEZOIDAL CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)««< Os ELEVATION DATA: UPSTREAM(FEET) = 1734.00 DOWNSTREAM(FEET) = 1718.00 MO CHANNEL LENGTH THRU SUBAREA(FEET) = 700.00 CHANNEL SLOPE = 0.0229 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 3.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 2.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.019 SUBAREA LOSS RATE DATA(AMC III) : • DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN MP SCHOOL A 19.10 0.80 0.60 52 5 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 94.74 MR TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 12.28 AVERAGE FLOW DEPTH(FEET) = 1.18 TRAVEL TIME(MIN.) = 0.95 Tc(MIN.) = 12.26 SUBAREA AREA(ACRES) = 19.10 SUBAREA RUNOFF(CFS) = 60.88 • EFFECTIVE AREA(ACRES) = 38.20 AREA-AVERAGED Fm(INCH/HR) = 0.48 AREA-AVERAGED Fp(INCH/HR) = 0.80 AREA-AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 38.20 PEAK FLOW RATE(CFS) = 121.76 MP END OF SUBAREA CHANNEL FLOW HYDRAULICS: I 1111 S gm AO DEPTH(FEET) = 1.33 FLOW VELOCITY(FEET/SEC.) = 13.06 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 1400.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 38.20 TC(MIN.) = 12.26 MR EFFECTIVE AREA(ACRES) = 38.20 AREA-AVERAGED Fm(INCH/HR)= 0.48 AREA-AVERAGED Fp(INCH/HR) = 0.80 AREA-AVERAGED Ap = 0.60 MN PEAK FLOW RATE(CFS) = 121.76 OR END OF RATIONAL METHOD ANALYSIS 01 MN PP a S S a S S S S um II 11 1 i 1 1 1 ® 1 S: 1 111111111111111 I 1 1 1 1 i , 1 1 1 1 i 4 FILE: b3c3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:10-26-2005 Time: 9:32:49 I. MPSD B3 IN CASA GRANDE Q100 CITRUS 37+06.85 (=36+79.28) TO 49+39.31 CASA GRANDE AVE. JN 126-2050 to/wli b3c3.wsw (SD 9-21-05 RE-ALIGN) I Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wtl No Wth Station I Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. I ZL Prs/Pip S -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - L/Elem ICh Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall) ZR Type Ch I I I 3706.850 1691.680 9.320 1701.000 505.60 15.24 3.60 1704.60 .00 5.85 .00 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - 32.770 .0400 .0093 .30 9.32 .00 3.18 .013 .00 .00 PIPE I I I 3739.620 1692.990 8.315 1701.305 505.60 15.24 3.60 1704.91 .00 5.85 .00 6.500 .000 .00 1 .0 Is• -I- - - - - - - - - -I- - - - - - - -I- - - - - -I-,JtNCT STR .0400 .0124 .02 8.31 .00 .015 .00 .00 PIPE # y I I I 3- 741.620 1693.070 8.260 1701.330 505.60 15.24 3.60 1704.93 .00 5.85 .00 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - .963 .0400 .0093 .01 8.26 .00 3.18 .013 .00 .00 PIPE j I I I d 3742.583 1693.109 8.228 1701.336 505.60 15.24 3.60 1704.94 .00 5.85 .00 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - HYDRAULIC JUMP I I I 3742.583 1693.109 4.037 1697.146 505.60 23.35 8.46 1705.61 .00 5.85 6.31 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - 7.037 .0400 .0183 .13 4.04 2.22 3.18 .013 .00 .00 PIPE I I I 3749.620 1693.390 4.077 1697.467 505.60 23.08 8.27 1705.74 .00 5.85 6.29 6.500 .000 .00 1 .0 )j ' -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - u-- JUNCT STR .0400 .0239 .05 4.08 2.18 .015 .00 .00 PIPE I I Jl �T 1751.620I 1693.470 4.085 1697.556 505.60 23.02 8.23 1705.79 .00 5.84 6.28 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - 12.435 .0400 .0174 .22 4.09 2.17 3.18 .013 .00 .00 PIPE I I I 3764.055 1693.968 4.164 1698.132 505.60 22.52 7.87 1706.00 .00 5.84 6.24 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - 22.436 .0400 .0160 .36 4.16 2.09 3.18 .013 .00 .00 PIPE I I I 3786.491 1694.865 4.341 1699.206 505.60 21.47 7.16 1706.36 .00 5.84 6.12 6.500 .000 .00 1 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - -I- - 17.859 .0400 .0142 .25 4.34 1.93 3.18 .013 .00 .00 PIPE C 1 III II Ili11111111 11 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 t 1 11 1 FILE: b3c3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 , Program Package Serial Number: 1296 s WATER SURFACE PROFILE LISTING Date:10-26-2005 Time: 9:32:49 MPSD B3 IN CASA GRANDE Q100 CITRUS 37+06.85 (=36+79.28) TO 49+39.31 CASA GRANDE AVE. JN 126-2050 tn/wli b3c3.wsw (SD 9-21-05 RE-ALIGN) i Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********1******** ******* ******* ***** ******* I 3804.350 1695.580 4.531 1700.111 505.60 20.47 6.51 1706.62 .43 5.84 5.97 6.500 .000 .00 1 .0 23.500 .0060 .0137 .32 4.96 1.77 6.50 .013 .00 .00 PIPE I 3827.850 1695.720 4.450 1700.170 505.60 20.88 6.77 1706.94 .00 5.84 6.04 6.500 .000 .00 1 .0 12.580 .0061 .0143 .18 4.45 1.84 6.50 .013 .00 .00 PIPE I 3840.430 1695.796 4.408 1700.204 505.60 21.10 6.91 1707.12 .00 5.84 6.07 6.500 .000 .00 1 .0 55.050 .0061 .0153 .84 4.41 1.87 6.50 .013 .00 .00 PIPE I 3895.480 1696.130 4.227 1700.357 505.60 22.13 7.61 1707.96 .00 5.84 6.20 6.500 .000 .00 1 .0 4.660 .0365 .0214 .10 4.23 2.03 3.56 .015 .00 .00 PIPE I 3900.140 1696.300 4.250 1700.550 505.60 22.00 7.51 1708.06 .00 5.84 6.18 6.500 .000 .00 1 .0 100.196 .0184 .0155 1.55 4.25 2.01 4.05 .013 .00 .00 PIPE I 4000.335 1698.144 4.352 1702.496 505.60 21.41 7.12 1709.61 .00 5.84 6.11 6.500 .000 .00 1 .0 107.211 .0184 .0141 1.52 4.35 1.92 4.05 .013 .00 .00 PIPE I 4107.546 1700.116 4.542 1704.659 505.60 20.41 6.47 1711.13 .00 5.84 5.96 6.500 .000 .00 1 .0 66.031 .0184 .0126 .83 4.54 1.77 4.05 .013 .00 .00 PIPE I 1 4173.577 1701.332 4.748 1706.080 505.60 19.46 5.88 1711.96 .00 5.84 5.77 6.500 .000 .00 1 .0 43.593 .0184 .0113 .49 4.75 1.62 4.05 .013 .00 .00 PIPE I 4217.169 1702.134 4.973 1707.107 505.60 18.56 5.35 1712.45 .00 5.84 5.51 6.500 .000 .00 1 .0 28.809 .0184 .0102 .29 4.97 1.47 4.05 .013 .00 .00 PIPE S ! I I I ! 11 1 t 1 L 1 f 1 1U 1 " # 1 1 1 1 1 1 1 1 i 1 ! 1 1 1 1 1 1 1 FILE: b3c3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 1 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:10-26-2005 Time: 9:32:49 MPSD B3 IN CASA GRANDE Q100 CITRUS 37+06.85 (=36+79.28) TO 49+39.31 CASA GRANDE AVE. JN 126-2050 tn/wli b3c3.wsw (SD 9-21-05 RE-ALIGN) Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wtl INo Wth i Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. I ZL IPrs/Pip - - - - - - - - - - -I- - - - - - - -I- - - - - -I- -I € L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall) ZR 'Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********1******** ******* *******I***** I******* I I I 4245.979 1702.664 5.222 1707.886 505.60 17.69 4.86 1712.75 .00 5.84 5.17 6.500 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- 1- 17.332 .0184 .0092 .16 5.22 1.33 4.05 .013 .00 .00 PIPE I I I 4263.310 1702.983 5.505 1708.488 505.60 16.87 4.42 1712.91 .00 5.84 4.68 6.500 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- I- 6.370 .0184 .0085 .05 5.51 1.17 4.05 .013 .00 .00 PIPE I I I 4269.680 1703.100 5.845 1708.945 505.60 16.08 4.02 1712.96 .00 5.84 3.91 6.500 .000 .00 1 .0 l - - - - - - - -I- - - - - - - -I- - - - I- I- V'_ > T STR 0946 .0125 .18 5.841.00 .015 .00 .00 PIPE i I I I 01'184.240 1703.750 6.484 1710.234 436.50 15.44 3.70 1713.93 .00 5.48 .00 6.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- 1- 92.000 .0100 .0106 .98 6.48 .00 5.10 .013 .00 .00 PIPE I I I + 4376.240 1704.670 6.541 1711.211 436.50 15.44 3.70 1714.91 .00 5.48 .00 6.000 .000 .00 1 .0 1 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- 1- 4.660 .0107 .0141 .07 6.54 .00 6.00 .015 .00 .00 PIPE I I I 4380.900 1704.720 6.742 1711.462 436.50 15.44 3.70 1715.16 .00 5.48 .00 6.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- I- 194.010 .0100 .0106 2.06 6.74 .00 5.10 .013 .00 .00 PIPE I I I 4574.910 1706.660 6.863 1713.523 436.50 15.44 3.70 1717.22 .00 5.48 .00 6.000 .000 .00 1 .0 - - 1A1, - - - - - - - - - - -I- - - - - - - -I- - - -I- I- JUNCT STR .0133 .0141 .01 6.86 .00 .015 .00 .00 PIPE I I I 014;75.660j 75.660 1706.670 6.864 1713.534 436.50 15.44 3.70 1717.23 .00 5.48 .00 6.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- 1- 285.240 .0100 .0106 3.03 6.86 .00 5.10 .013 .00 .00 PIPE I I I 4860.900 1709.520 7.044 1716.564 436.50 15.44 3.70 1720.26 .00 5.48 .00 6.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - -I- 1- 4.660 .0107 .0106 .05 7.04 .00 4.89 .013 .00 .00 PIPE II 11 B ! lit , 11 11 11 1 1 1 1 1 1 1 1 11 1_ 1 1 1 1 1 1 1 t- 1 L`: 1 FILE: b3c3.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:10-26-2005 Time: 9:32:49 MPSD B3 IN CASA GRANDE Q100 CITRUS 37+06.85 (=36+79.28) TO 49+39.31 CASA GRANDE AVE. JN 126-2050 tn/wli b3c3.wsw (SD 9-21-05 RE-ALIGN) Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth 1 Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******I******* ********* ******* ********I******** ******* ******* ***** ******* I 4865.560 1709.570 7.229 1716.798 436.50 15.44 3.70 1720.50 .00 5.48 .00 6.000 .000 .00 1 .0 73.750 .0099 .0106 .78 7.23 .00 5.14 .013 .00 .00 PIPE I 4939.310 1710.300 7.282 1717.582 436.50 15.44 3.70 1721.28 .00 5.48 .00 6.000 .000 .00 1 .0 I 1 I a y7 1 Bi lii 1111 II - I c i ! I i 1 i i i i r 1 f 1 [ i i i I I i i f i i i c i c i • i FILE: b3c3.WSW WSPGW - EDIT LISTING - Version 14.01 Date:10-26-2005 Time: 9:32:41 a WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 6.500 CD 2 4 1 6.000 CD 3 4 1 6.000 CD 4 4 1 2.000 CD 5 4 1 4.000 CD 6 4 1 1.500 WSPGW PAGE NO 1 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - MPSD B3 IN CASA GRANDE HEADING LINE NO 2 IS - Q100 CITRUS 37+06.85 (=36+79.28) TO 49+39.31 CASA GRANDE AVE. HEADING LINE NO 3 IS - JN 126-2050 tn/wli b3c3.wsw (SD 9-21-05 RE-ALIGN) WSPGW PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 3706.850 1691.680 1 1701.000 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3739.620 1692.990 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 3741.620 1693.070 1 4 0 .015 .001 .000 1697.300 .000 -30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3749.620 1693.390 1 .013 .000 .000 .000 0 ELEMENT NO 5 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 3751.620 1693.470 1 4 0 .015 .001 .000 1696.800 .000 45.000 .000 RADIUS ANGLE i .000 .000 1 ELEMENT NO 6 IS A REACH * * * i U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3804.350 1695.580 1 .013 .000 .000 .000 0 ELEMENT NO 7 IS A REACH * * * f U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3827.850 1695.720 1 .013 89.997 14.961 .000 0 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3895.480 1696.130 1 .013 .000 .000 .000 0 i ELEMENT NO 9 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3900.140 1696.300 1 .015 .000 .000 .000 1 ELEMENT NO 10 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4269.680 1703.100 1 .013 .000 .000 .000 0 WSPGW PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING a IiItiliiii111111111111111111111111111111111111111111111 1 ELEMENT NO 11 IS A JUNCTION * * * * * * * i U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 i 4284.240 1703.750 2 5 0 .015 69.100 .000 1705.170 .000 -30.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 12 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1 4376.240 1704.670 2 .013 .000 .000 .000 0 i ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4380.900 1704.720 2 .015 .000 .000 .000 1 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4574.910 1706.660 2 .013 .000 .000 .000 0 ELEMENT NO 15 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 4575.660 1706.670 2 6 0 .015 .001 .000 1709.700 .000 -45.000 .000 RADIUS ANGLE s .000 .000 ELEMENT NO 16 IS A REACH * * * i U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4860.900 1709.520 2 .013 .000 .000 .000 0 ELEMENT NO 17 IS A REACH * * * t U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4865.560 1709.570 2 .013 .000 .000 .000 1 YF ELEMENT NO 18 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4939.310 1710.300 2 .013 .000 .000 .000 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 19 IS A SYSTEM HEADWORKS * U/S DATA STATION INVERT SECT W S ELEV 4939.310 1710.300 3 1710.300 i 3 k 1 i J, i' 1 Y Y 1 el 1111 1 1 1 1 11 1 1 t 1 [ 1 S 1 11111111 $ 1 SI 111111 1 T1 MPSD B3 IN CASA GRANDE i T2 Q100 CITRUS 37+06.85 (=36+79.28) TO 49+39.31 CASA GRANDE AVE. T3 JN 126-2050 to/wli b3c3.wsw (SD 9-21-05 RE-ALIGN) SO 3706.8501691.680 1 1701_0_ D x R 3739. 6201692.990 1 .013 .000 .000 0 I JX 3741. 6201693.070 1 4 .015 .001 1697 .3 -30.0 .000 R 3749.6201693.390 1 .013 .000 .000 0 JX 3751.6201693.470 1 4 .015 .001 1696.8 45.0 .000 R 3804 .3501695.580 1 .013 .000 .000 0 R 3827.8501695.720 1 .013 14. 961 .000 0 R 3895.4801696.130 1 .013 .000 .000 0 R 3900. 1401696.300 1 .015 .000 .000 1 R 4269.6801703.100 1 .013 .000 .000 0 JX 4284 .2401703.750 2 5 .015 69.100 1705. 170 -30.0 .000 R 4376.2401704.670 2 .013 .000 4 R 4380.9001704.720 2 .015 .000 .000 1 R 4574 .9101706. 660 2 .013 .000 .000 0 JX 4575. 6601706.670 2 6 .015 .001 1709.700 -45.0 .000 R 4860.9001709.520 2 .013 .000 .000 0 R 4865.5601709.570 2 .013 .000 .000 1 R 4939.3101710.300 2 .013 .000 .000 0 SH 4939.3101710.300 3 1710.300 CD 1 4 1 .000 6.500 .000 .000 .000 .00 CD 2 4 1 .000 6.000 .000 .000 .000 .00 CD 3 4 1 .000 6.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 '. CD 5 4 1 .000 4.000 .000 .000 .000 .00 CD 6 4 1 .000 1.500 .000 .000 .000 .00 Q 436.500 .0 1 i ( i ) 1 ( ) i I f I 1 1 I I ! I f 1 11 [ 1 t 1 1 1 1 1 1 1 1 1 1 1 I a a 1 I I I I I I I I I I FILE: LAB312.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:11- 8-2005 Time:10:29: 3 i CASA GRANDE AVENUE s. Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-12 to 126-2050 ****************a********************************************************************************************************* ******** Invert Depth Water Q Vel Vel Energy Super Critical1Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********I******** ******* ******* ***** ******* 1 1006.500 696.090 5.210 701.300 4.80 1.53 .04 701.34 .00 .77 .00 2.000 .000 .00 1 .0 25.937 .1242 .0004 .01 5.21 .00 .33 .013 .00 .00 PIPE 1 1032.437 699.312 2.000 701.312 4.80 1.53 .04 701.35 .00 .77 .00 2.000 .000 .00 1 .0 1.464 .1242 .0004 .00 2.00 .00 .33 .013 .00 .00 PIPE 1 1033.901 699.494 1.814 701.308 4.80 1.60 .04 701.35 .00 .77 1.16 2.000 .000 .00 1 .0 .840 .1242 .0004 .00 1.81 .18 .33 .013 .00 .00 PIPE 1 1034.742 699.598 1.706 701.304 4.80 1.68 .04 701.35 .00 .77 1.42 2.000 .000 .00 1 .0 .676 .1242 .0004 .00 1.71 .21 .33 .013 .00 .00 PIPE 1 1035.417 699.682 1.618 701.300 4.80 1.76 .05 701.35 .00 .77 1.57 2.000 .000 .00 1 .0 .591 .1242 .0005 .00 1.62 .24 .33 .013 .00 .00 PIPE 1 1036.009 699.755 1.540 701.295 4.80 1.85 .05 701.35 .00 .77 1.68 2.000 .000 .00 1 .0 1 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - 3 .523 .1242 .0005 .00 1.54 .26 .33 .013 .00 .00 PIPE 1 1036.532 699.820 1.470 701.290 4.80 1.94 .06 701.35 .00 .77 1.77 2.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - .471 .1242 .0006 .00 1.47 .29 .33 .013 .00 .00 PIPE 1 1037.002 699.879 1.406 701.285 4.80 2.03 .06 701.35 .00 .77 1.83 2.000 .000 .00 1 .0 .434 .1242 .0007 .00 1.41 .32 .33 .013 .00 .00 PIPE 1 1037.436 699.933 1.346 701.279 4.80 2.13 .07 701.35 .00 .77 1.88 2.000 .000 .00 1 .0 .388 .1242 .0008 .00 1.35 .34 .33 .013 .00 .00 PIPE I I 1 t L1q. t3 - I2 i i Ili II ILi iti L 1 lki f l till 11111111 ! i SA S ! L 1 i I Ili P i 4 FILE: LAB312.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 + Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:11- 8-2005 Time:10:29: 3 CASA GRANDE AVENUE a Q100-YEAR HYDRAULIC CALCULATIONS LATERAL 83-12 to 126-2050 i Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip i L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********1******** ******* ******* ***** ******* I 1037.824 699.981 1.291 701.272 4.80 2.24 .08 701.35 .00 .77 1.91 2.000 .000 .00 1 .0 .268 .1242 .0009 .00 1.29 .37 .33 .013 .00 .00 PIPE 1 I 1038.093 700.014 1.239 701.253 4.80 2.35 .09 701.34 .00 .77 1.94 2.000 .000 .00 1 .0 HYDRAULIC JUMP I 1038.093 700.014 .433 700.447 4.80 9.58 1.43 701.87 .00 .77 1.65 2.000 .000 .00 1 .0 .286 .1242 .0399 .01 .43 3.06 .33 .013 .00 .00 PIPE I 4 1038.378 700.050 .447 700.497 4.80 9.13 1.29 701.79 .00 .77 1.67 2.000 .000 .00 1 .0 1.137 .1242 .0348 .04 .45 2.86 .33 .013 .00 .00 PIPE I 1039.516 700.191 .463 700.654 4.80 8.70 1.18 701.83 .00 .77 1.69 2.000 .000 .00 1 .0 1 .970 .1242 .0305 .03 .46 2.68 .33 .013 .00 .00 PIPE 1 1040.486 700.311 .479 700.791 4.80 8.30 1.07 701.86 .00 .77 1.71 2.000 .000 .00 1 .0 .833 .1242 .0266 .02 .48 2.51 .33 .013 .00 .00 PIPE I 1041.318 700.415 .495 700.910 4.80 7.91 .97 701.88 .00 .77 1.73 2.000 .000 .00 1 .0 .707 .1242 .0233 .02 .50 2.35 .33 .013 .00 .00 PIPE 1 I 1042.026 700.503 .512 701.015 4.80 7.55 .88 701.90 .00 .77 1.75 2.000 .000 .00 1 .0 .601 .1242 .0204 .01 .51 2.20 .33 .013 .00 .00 PIPE t I 1042.626 700.577 .530 701.107 4.80 7.19 .80 701.91 .00 .77 1.77 2.000 .000 .00 1 .0 .517 .1242 .0178 .01 .53 2.06 .33 .013 .00 .00 PIPE i i S 11111111 till11 l 1 1 1 1 1 1 1 till 11111111 t ! E l FILE: LAB312.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 i Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:ll- 8-2005 Time:10:29: 3 CASA GRANDE AVENUE Q100-YEAR HYDRAULIC CALCULATIONS 1 LATERAL B3-12 to 126-2050 ************************************************************************************************************************** ******** Invert Depth Water Q Vel Vel Energy Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE DpthFroude N Norm Dp "N" X-Fall ZR Type Ch ? ********* ********* ******** ********* ********* *******I******* ********* ******* ******** ******** ******* ******* ***** ******* 1043.144 700.642 .548 701.190 4.80 6.86 .73 701.92 .00 .77 1.78 2.000 .000 .00 1 .0 .437 .1242 .0156 .01 .55 1.93 .33 .013 .00 .00 PIPE 1043.580 700.696 .567 701.263 4.80 6.54 .66 701.93 .00 .77 1.80 2.000 .000 .00 1 .0 1' .365 .1242 .0136 .00 .57 1.81 .33 .013 .00 .00 PIPE 1043.946 700.741 .587 701.328 4.80 6.24 .60 701.93 .00 .77 1.82 2.000 .000 .00 1 .0 .311 .1242 .0119 .00 .59 1.69 .33 .013 .00 .00 PIPE s 1044.256 700.780 .607 701.387 4.80 5.95 .55 701.94 .00 .77 1.84 2.000 .000 .00 1 .0 .244 .1242 .0105 .00 .61 1.58 .33 .013 .00 .00 PIPE 1044.500 700.810 .629 701.439 4.80 5.67 .50 701.94 .00 .77 1.86 2.000 .000 .00 1 .0 24.310 .0099 .0096 .23 .63 1.48 .63 .013 .00 .00 PIPE 1068.810 701.050 .633 701.683 4.80 5.62 .49 702.17 .00 .77 1.86 2.000 .000 .00 1 .0 3 7 i 1 7 i till11. 1 l ! 111 11 1 1 1 1 1 1 1 1 Ili 111 11 1 1 1 11. 1 1 1 1 1 1 I 1 1 f FILE: LAB312.WSW WSPGW - EDIT LISTING - Version 14.01 Date:11- 8-2005 Time:10:28:55 1 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 4.000 WSPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CASA GRANDE AVENUE HEADING LINE NO 2 IS - Q100-YEAR HYDRAULIC CALCULATIONS HEADING LINE NO 3 IS - LATERAL B3-12 to 126-2050 WSPGW PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1006.500 696.090 1 701.300 ELEMENT NO 2 IS A REACH * * * t U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1044.500 700.810 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1068.810 701.050 1 .013 .000 .000 .000 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1068.810 701.050 2 701.050 s i t k . 9 8 1 1 1 t t S f 7 }pi t I d I 1111 Li till 11 11 11 I I f I S $ RI I RI II 11S1 LAB312.WSW T1 CASA GRANDE AVENUE 0 T2 Q100-YEAR HYDRAULIC CALCULATIONS T3 LATERAL B3-12 to 126-2050 SO 1006.500 696.090 1 701.300 R 1044.500 700.810 1 .013 .000 .000 0 R 1068.810 701.050 1 .013 .000 .000 0 SH 1068.810 701.050 2 701.050 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 4.000 .000 .000 .000 .00 Q 4.800 .0 Page 1 WI 11 W: 1 t i t l 11 I l 1 1 1 L l l 1 1 1 1 1 l l [ 1 1 1 1 1 1 11 FILE: LAB313.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:23:59 CASA GRANDE AVENUE Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-13 to 126-2050 Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******I******* ********* ******* ********I******** ******* ******* ***** ******* 1 1004.060 697.340 .264 697.604 3.50 14.25 3.16 700.76 .00 .65 1.35 2.000 .000 .00 1 .0 .060 .3413 .1708 .01 .26 5.90 .22 .013 .00 .00 PIPE 1 1004.120 697.360 .264 697.624 3.50 14.21 3.13 700.76 .00 .65 1.35 2.000 .000 .00 1 .0 1.515 .3413 .1591 .24 .26 5.87 .22 .013 .00 .00 PIPE 1 1005.635 697.877 .273 698.151 3.50 13.55 2.85 701.00 .00 .65 1.37 2.000 .000 .00 1 .0 t 1.236 .3413 .1389 .17 .27 5.50 .22 .013 .00 .00 PIPE 1 1 1006.871 698.299 .282 698.581 3.50 12.92 2.59 701.17 .00 .65 1.39 2.000 .000 .00 1 .0 1.025 .3413 .1214 .12 .28 5.16 .22 .013 .00 .00 PIPE 1 1007.896 698.649 .292 698.941 3.50 12.32 2.36 701.30 .00 .65 1.41 2.000 .000 .00 1 .0 .872 .3413 .1059 .09 .29 4.84 .22 .013 .00 .00 PIPE 1 1008.768 698.947 .301 699.248 3.50 11.74 2.14 701.39 .00 .65 1.43 2.000 .000 .00 1 .0 .742 .3413 .0924 .07 .30 4.53 .22 .013 .00 .00 PIPE 1 1009.510 699.200 .311 699.511 3.50 11.20 1.95 701.46 .00 .65 1.45 2.000 .000 .00 1 .0 _ _ _ _ _ _ _ _ _ _ -I- _ _ _ _ _ _ -1_ _ _ _ _ _ _ _ .637 .3413 .0807 .05 .31 4.25 .22 .013 .00 .00 PIPE I 1010.147 699.417 .322 699.739 3.50 10.67 1.77 701.51 .00 .65 1.47 2.000 .000 .00 1 .0 .554 .3413 .0706 .04 .32 3.98 .22 .013 .00 .00 PIPE 1 1010.700 699.606 .333 699.939 3.50 10.18 1.61 701.55 .00 .65 1.49 2.000 .000 .00 1 .0 - - - - - - - - - - -1- - - - - - - -I- - - - - - - - .484 .3413 .0616 .03 .33 3.73 .22 .013 .00 .00 PIPE till , , . . S i I t 1 1 t 1 1 1 t t 1 1 t t t' i [ 1 t 1 t 1 t S i S .i s FILE: LAB313.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:23:59 CASA GRANDE AVENUE Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-13 to 126-2050 ************************************************************************************************************************** ******** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******I******* ********* ******* ********I******** ******* ******* ***** ******* I 1 1011.184 699.771 .344 700.115 3.50 9.70 1.46 701.58 .00 .65 1.51 2.000 .000 .00 1 .0 .424 .3413 .0538 .02 .34 3.50 .22 .013 .00 .00 PIPE I 1011.608 699.916 .355 700.271 3.50 9.25 1.33 701.60 .00 .65 1.53 2.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - .370 .3413 .0469 .02 .36 3.28 .22 .013 .00 .00 PIPE I 1011.978 700.042 .367 700.409 3.50 8.82 1.21 701.62 .00 .65 1.55 2.000 .000 .00 1 .0 .323 .3413 .0410 .01 .37 3.07 .22 .013 .00 .00 PIPE I 1012.300 700.152 .380 700.532 3.50 8.41 1.10 701.63 .00 .65 1.57 2.000 .000 .00 1 .0 .284 .3413 .0359 .01 .38 2.88 .22 .013 .00 .00 PIPE I 1012.585 700.249 .393 700.642 3.50 8.02 1.00 701.64 .00 .65 1.59 2.000 .000 .00 1 .0 .251 .3413 .0313 .01 .39 2.70 .22 .013 .00 .00 PIPE I 1012.836 700.335 .406 700.741 3.50 7.65 .91 701.65 .00 .65 1.61 2.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - ' .218 .3413 .0274 .01 .41 2.53 .22 .013 .00 .00 PIPE I 1013.054 700.409 .420 700.830 3.50 7.29 .83 701.66 .00 .65 1.63 2.000 .000 .00 1 .0 .192 .3413 .0239 .00 .42 2.37 .22 .013 .00 .00 PIPE I 1 1013.247 700.475 .434 700.909 3.50 6.95 .75 701.66 .00 .65 1.65 2.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - 1 .166 .3413 .0209 .00 .43 2.22 .22 .013 .00 .00 PIPE I 1013.413 700.532 .449 700.981 3.50 6.63 .68 701.66 .00 .65 1.67 2.000 .000 .00 1 .0 .146 .3413 .0183 .00 .45 2.08 .22 .013 .00 .00 PIPE 1 1 t ! 1 1 11 i III i I t 1 S 1 [ t S 1 11 11 1 E I C 1 II 1 Ili III lig L FILE: LAB313.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 fi Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:23:59 t ) CASA GRANDE AVENUE . Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-13 to 126-2050 t +************************************************************************************************************************* ******+* t Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth 1 Width Dia.-FT or I.D. ZL Prs/Pip e L/Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********1******** ******* ******* ***** ******* I ' 1013.558 700.581 .464 701.046 3.50 6.32 .62 701.67 .00 .65 1.69 2.000 .000 .00 1 .0 .124 .3413 .0160 .00 .46 1.94 .22 .013 .00 .00 PIPE I 1013.682 700.624 .480 701.104 3.50 6.03 .56 701.67 .00 .65 1.71 2.000 .000 .00 1 .0 t .105 .3413 .0140 .00 .48 1.82 .22 .013 .00 .00 PIPE I 1013.787 700.660 .497 701.157 3.50 5.75 .51 701.67 .00 .65 1.73 2.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - s .090 .3413 .0122 .00 .50 1.71 .22 .013 .00 .00 PIPE 3 I 1013.877 700.690 .514 701.204 3.50 5.48 .47 701.67 .00 .65 1.75 2.000 .000 .00 1 .0 1 -I- - - - - - - -1- .077 .3413 .0107 .00 .51 1.60 .22 .013 .00 .00 PIPE I 1013.954 700.716 .531 701.248 3.50 5.22 .42 701.67 .00 .65 1.77 2.000 .000 .00 1 .0 .059 .3413 .0094 .00 .53 1.49 .22 .013 .00 .00 PIPE I 1014.013 700.737 .550 701.287 3.50 4.98 .39 701.67 .00 .65 1.79 2.000 .000 .00 1 .0 t .048 .3413 .0082 .00 .55 1.40 .22 .013 .00 .00 PIPE I 1014.061 700.753 .569 701.322 3.50 4.75 .35 701.67 .00 .65 1.80 2.000 .000 .00 1 .0 .035 .3413 .0072 .00 .57 1.31 .22 .013 .00 .00 PIPE I 1 1014.096 700.765 .589 701.354 3.50 4.53 .32 701.67 .00 .65 1.82 2.000 .000 .00 1 .0 t, .027 .3413 .0063 .00 .59 1.23 .22 .013 .00 .00 PIPE S I 2 1014.123 700.774 .609 701.383 3.50 4.32 .29 701.67 .00 .65 1.84 2.000 .000 .00 1 .0 } .013 .3413 .0055 .00 .61 1.15 .22 .013 .00 .00 PIPE i i i R t t 1 1 1 I I J a ip 9 f L i S i 1111i 11 ! I ! I I 11 1 1 I ! I i t I i I 11 I 1 I 1 E I i i 1 i FILE: LAB313.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 S Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:23:59 CASA GRANDE AVENUE t Q100-YEAR HYDRAULIC CALCULATIONS t LATERAL B3-13 to 126-2050 6 Invert Depth Water Q Vel Vel Energy Super Critical1Flow Top Height/ Base Wt No Wth 1 Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X-Fall ZR Type Ch , ********* ********* ******** ********* ********* *******1******* ********* ******* ********1******** ******* ******* ***** ******* I 1014.136 700.779 .631 701.410 3.50 4.12 .26 701.67 .00 .65 1.86 2.000 .000 .00 1 .0 .004 .3413 .0048 .00 .63 1.07 .22 .013 .00 .00 PIPE I 1014.140 700.780 .655 701.435 3.50 3.92 .24 701.67 .00 .65 1.88 2.000 .000 .00 1 .0 1 WALL ENTRANCE 1 I 1014.140 700.780 1.000 701.780 3.50 .25 .00 701.78 .00 .12 14.00 5.500 14.000 .00 0 .0 -I- - - - - - - - - -I- - - - - - - -I- - - - - - - - i 1 I 1 I i . I i t s 1 1 II S ! LI 111 1111 1 11 1 1 1 1 11 11 1 1 1 1 1 1 1 1 11 1 1 1 1 11 FILE: LAB313.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 9-23-2005 Time: 8:23:51 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) 1 CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP 3 CD 1 4 1 2.000 CD 2 2 0 .000 5.500 14.000 .00 WSPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CASA GRANDE AVENUE HEADING LINE NO 2 IS - Q100-YEAR HYDRAULIC CALCULATIONS HEADING LINE NO 3 IS - LATERAL B3-13 to 126-2050 WSPGW PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1004.060 697.340 1 697.560 ELEMENT NO 2 IS A REACH * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.140 700.780 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1 1014.140 700.780 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * U/S DATA STATION INVERT SECT W S ELEV 1014.140 700.780 2 700.780 I 1 k i 1 i i el s. ! II ii RI RI el II I i 1 1 i 1 I i 2111111121121 is LAB313.WSW 1 T1 CASA GRANDE AVENUE 0 T2 Q100-YEAR HYDRAULIC CALCULATIONS T3 LATERAL B3-13 to 126-2050 ! So 1004.060 697.340 1 697.560 R 1014.140 700.780 1 .013 .000 .000 0 i WE 1014.140 700.780 2 .500 SH 1014.140 700.780 2 700.780 CD 1 4 1 .000 2.000 .000 .000 .000 .00 co 2 2 0 .000 5.500 14.000 .000 .000 .00 Q 3.500 .0 I i i Page 1 II 1 I I. ! ILI I l IL ! • S E 1 Iii 111111111111111 1 1 II , . h FILE: 1ab314.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date:10-26-2005 Time: 9:10:51 CASA GRANDE AVENUE 4100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-14 to 126-2050 ************************************************************************************************************************** ******** Invert Depth Water Q Vel Vel Energy Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ******** ******** ******* ******* ***** ******* 1012.490 705.990 2.064 708.054 122.00 18.66 5.41 713.46 .96 3.32 4.00 4.000 .000 .00 1 .0 .802 .1320 .0256 .02 3.02 2.57 1.32 .013 .00 .00 PIPE 1013.291 706.096 2.079 708.175 122.00 18.48 5.30 713.48 .94 3.32 4.00 4.000 .000 .00 1 .0 3.708 .1320 .0238 .09 3.02 2.53 1.32 .013 .00 .00 PIPE 4 1017.000 706.585 2.160 708.745 122.00 17.62 4.82 713.57 .85 3.32 3.99 4.000 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - - - - - - - - - - 3.184 .1320 .0210 .07 3.01 2.36 1.32 .013 .00 .00 PIPE 1020.183 707.006 2.245 709.251 122.00 16.80 4.38 713.63 .77 3.32 3.97 4.000 .000 .00 1 .0 2.728 .1320 .0185 .05 3.02 2.19 1.32 .013 .00 .00 PIPE 1022.911 707.366 2.334 709.700 122.00 16.02 3.99 713.68 .70 3.32 3.94 4.000 .000 .00 1 .0 2.312 .1320 .0164 .04 3.03 2.03 1.32 .013 .00 .00 PIPE : 1025.224 707.671 2.429 710.100 122.00 15.27 3.62 713.72 .63 3.32 3.91 4.000 .000 .00 1 .0 1.952 .1320 .0145 .03 3.06 1.88 1.32 .013 .00 .00 PIPE 1027.176 707.929 2.529 710.458 122.00 14.56 3.29 713.75 .56 3.32 3.86 4.000 .000 .00 1 .0 4 - - - - - - - - - - -I- - - - - - - - - - - - - - - - 1.615 .1320 .0129 .02 3.09 1.74 1.32 .013 .00 .00 PIPE 1028.791 708.142 2.636 710.778 122.00 13.89 2.99 713.77 .50 3.32 3.79 4.000 .000 .00 1 .0 1 1.312 .1320 .0114 .02 3.14 1.61 1.32 .013 .00 .00 PIPE I 1030.103 708.315 2.750 711.065 122.00 13.24 2.72 713.79 .45 3.32 3.71 4.000 .000 .00 1 .0 1.014 .1320 .0102 .01 3.20 1.48 1.32 .013 .00 .00 PIPE L-4-r, el - 14- as ti al ts as 11 as Iii ti i i is II li 11 11111111111 if FILE: lab314.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 ' WATER SURFACE PROFILE LISTING Date:10-26-2005 Time: 9:10:51 CASA GRANDE AVENUE Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-14 to 126-2050 Invert Depth Water Q Vel Vel Energy Super Critical Flow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ******** ******** ******* ******* ***** ******* 1031.117 708.449 2.874 711.323 122.00 12.62 2.47 713.80 .40 3.32 3.60 4.000 .000 .00 1 .0 .748 .1320 .0091 .01 3.27 1.36 1.32 .013 .00 .00 PIPE 1031.865 708.548 3.007 711.555 122.00 12.04 2.25 713.80 .35 3.32 3.46 4.000 .000 .00 1 .0 .464 .1320 .0082 .00 3.35 1.24 1.32 .013 .00 .00 PIPE 1 1032.329 708.609 3.154 711.763 122.00 11.48 2.04 713.81 .30 3.32 3.27 4.000 .000 .00 1 .0 .161 .1320 .0074 .00 3.45 1.12 1.32 .013 .00 .00 PIPE 1032.490 708.630 3.321 711.951 122.00 10.94 1.86 713.81 .12 3.32 3.00 4.000 .000 .00 1 .0 8.875 .0041 .0068 .06 3.45 1.00 4.00 .013 .00 .00 PIPE 1041.365 708.666 3.514 712.180 122.00 10.43 1.69 713.87 .10 3.32 2.61 4.000 .000 .00 1 .0 18.255 .0041 .0064 .12 3.61 .87 4.00 .013 .00 .00 PIPE 1059.620 708.740 3.647 712.387 122.00 10.15 1.60 713.99 .00 3.32 2.27 4.000 .000 .00 1 .0 62.500 .0040 .0064 .40 3.65 .78 4.00 .013 .00 .00 PIPE 1122.120 708.990 3.915 712.905 122.00 9.76 1.48 714.38 .00 3.32 1.15 4.000 .000 .00 1 .0 LI Si Li Ka RI 111 1 1 1 1 I 1 1111till 11 11 RI II Ili RI RI LI FILE: 1ab314.WSW WSPGW - EDIT LISTING - Version 14.01 Date:10-26-2005 Time: 9:10:43 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 4.000 W SPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CASA GRANDE AVENUE HEADING LINE NO 2 IS - Q100-YEAR HYDRAULIC CALCULATIONS HEADING LINE NO 3 IS - LATERAL B3-14 to 126-2050 W SPGW PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * U/S DATA STATION INVERT SECT W S ELEV 1012.490 705.990 1 710.230 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1032.490 708.630 1 .013 45.000 -25.465 .000 0 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1059.620 708.740 1 .013 45.000 -34.543 .000 0 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1122.120 708.990 1 .013 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1122.120 708.990 1 708.990 i s 1 I 1 i 1 1 1 1 11 1 1 1 1 al till 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 t I T1 CASA GRANDE AVENUE 0 T2 Q100-YEAR HYDRAULIC CALCULATIONS T3 LATERAL B3-14 to 126-2050 SO 1012.490 705.990 1 710.230 R 1032.490 708. 630 1 .013 -25.465 .000 0 R 1059. 620 708.740 1 .013 -34 .543 .000 0 R 1122. 120 708. 990 1 .013 .000 .000 0 SH 1122. 120 708. 990 1 708.990 CD 1 4 1 .000 4.000 .000 .000 .000 .00 Q 122.000 .0 3 t t III iii . ILt t i t 1 LI . . III ! i t 1 t 1 t 1 t 1 II t1 t f RI • i FILE: LAB315.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 1 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:24:58 CASA GRANDE AVENUE ; Q100-YEAR HYDRAULIC CALCULATIONS ). LATERAL B3-15 to 126-2050 ************************************************************************************************************************** ******** Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******I******* ********* ******* ********1******** ******* ******* ***** ******* I 1003.890 709.670 3.860 713.530 1.90 1.08 .02 713.55 .00 .52 .00 1.500 .000 .00 1 .0 11.925 .1982 .0003 .00 3.86 .00 .21 .013 .00 .00 PIPE 1 I 1, 1015.815 712.034 1.500 713.534 1.90 1.08 .02 713.55 .00 .52 .00 1.500 .000 .00 1 .0 .693 .1982 .0003 .00 1.50 .00 .21 .013 .00 .00 PIPE 1016.508 712.171 1.360 713.531 1.90 1.13 .02 713.55 .00 .52 .87 1.500 .000 .00 1 .0 .394 .1982 .0003 .00 1.36 .14 .21 .013 .00 .00 PIPE I t 1016.902 712.249 1.280 713.529 1.90 1.18 .02 713.55 .00 .52 1.06 1.500 .000 .00 1 .0 g .328 .1982 .0003 .00 1.28 .17 .21 .013 .00 .00 PIPE ) 1 I s 1017.229 712.314 1.213 713.527 1.90 1.24 .02 713.55 .00 .52 1.18 1.500 .000 .00 1 .0 ' .281 .1982 .0004 .00 1.21 .19 .21 .013 .00 .00 PIPE ' I 1017.510 712.370 1.155 713.525 1.90 1.30 .03 713.55 .00 .52 1.26 1.500 .000 .00 1 .0 .255 .1982 .0004 .00 1.16 .21 .21 .013 .00 .00 PIPE I 1017.765 712.421 1.102 713.523 1.90 1.36 .03 713.55 .00 .52 1.32 1.500 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - .228 .1982 .0004 .00 1.10 .23 .21 .013 .00 .00 PIPE I 1017.993 712.466 1.054 713.520 1.90 1.43 .03 713.55 .00 .52 1.37 1.500 .000 .00 1 .0 .206 .1982 .0005 .00 1.05 .26 .21 .013 .00 .00 PIPE I 1018.199 712.507 1.010 713.517 1.90 1.50 .03 713.55 .00 .52 1.41 1.500 .000 .00 1 .0 .104 .1982 .0006 .00 1.01 .28 .21 .013 .00 .00 PIPE L.k7, 03 - 15 111111 1 1 11 1 1 1 , 1 till 1 1 1 1 1 1 1 1 [ 1 1 1 [ 1 11 1 t i I l I i i FILE: LAB315.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 2 Program Package Serial Number: 1296 ( WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:24:58 CASA GRANDE AVENUE Q100-YEAR HYDRAULIC CALCULATIONS J. LATERAL B3-15 to 126-2050 Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth 1 Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip s L/Elem Ch Slope SF Ave HF SE Dpth Froude NINorm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********I******** ******* ******* ***** ******* I P 1018.303 712.527 .968 713.495 1.90 1.58 .04 713.53 .00 .52 1.44 1.500 .000 .00 1 .0 HYDRAULIC JUMP I 1018.303 712.527 .238 712.765 1.90 10.53 1.72 714.49 .00 .52 1.10 1.500 .000 .00 1 .0 .733 .1982 .1022 .07 .24 4.57 .21 .013 .00 .00 PIPE I 1019.036 712.672 .246 712.919 1.90 10.01 1.56 714.47 .00 .52 1.11 1.500 .000 .00 1 .0 -I- - - - - - - -1- 1.219 .1982 .0888 .11 .25 4.27 .21 .013 .00 .00 PIPE I 1020.255 712.914 .254 713.168 1.90 9.54 1.41 714.58 .00 .52 1.13 1.500 .000 .00 1 .0 1 .991 .1982 .0775 .08 .25 4.00 .21 .013 .00 .00 PIPE ff 1 F 1021.246 713.110 .263 713.374 1.90 9.10 1.29 714.66 .00 .52 1.14 1.500 .000 .00 1 .0 .827 .1982 .0678 .06 .26 3.75 .21 .013 .00 .00 PIPE I 1022.073 713.274 .272 713.547 1.90 8.68 1.17 714.72 .00 .52 1.16 1.500 .000 .00 1 .0 .700 .1982 .0592 .04 .27 3.51 .21 .013 .00 .00 PIPE I 1022.773 713.413 .281 713.694 1.90 8.27 1.06 714.76 .00 .52 1.17 1.500 .000 .00 1 .0 .591 .1982 .0517 .03 .28 3.29 .21 .013 .00 .00 PIPE I 1023.364 713.530 .291 713.821 1.90 7.89 .97 714.79 .00 .52 1.19 1.500 .000 .00 1 .0 .515 .1982 .0452 .02 .29 3.09 .21 .013 .00 .00 PIPE I 1023.879 713.633 .300 713.933 1.90 7.52 .88 714.81 .00 .52 1.20 1.500 .000 .00 1 .0 .434 .1982 .0395 .02 .30 2.89 .21 .013 .00 .00 PIPE 11 Ili I I Ili III E 1 11 RI is II Si t 1 II II II i 1 is is is FILE: LAB315.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 3 Program Package Serial Number: 1296 WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:24:58 1 CASA GRANDE AVENUE Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-15 to 126-2050 + Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth a Station Elev (FT) Elev (CFS) (FPS) Head Grd.El. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********I******** ******* ******* ***** ******* I 1024.313 713.719 .311 714.030 1.90 7.17 .80 714.83 .00 .52 1.22 1.500 .000 .00 1 .0 .382 .1982 .0345 .01 .31 2.71 .21 .013 .00 .00 PIPE I 1024.695 713.794 .321 714.115 1.90 6.84 .73 714.84 .00 .52 1.23 1.500 .000 .00 1 .0 .327 .1982 .0302 .01 .32 2.54 .21 .013 .00 .00 PIPE 1 1 1025.022 713.859 .332 714.191 1.90 6.52 .66 714.85 .00 .52 1.25 1.500 .000 .00 1 .0 .285 .1982 .0263 .01 .33 2.38 .21 .013 .00 .00 PIPE I 1025.307 713.916 .343 714.259 1.90 6.22 .60 714.86 .00 .52 1.26 1.500 .000 .00 1 .0 .243 .1982 .0230 .01 .34 2.22 .21 .013 .00 .00 PIPE I 1025.550 713.964 .355 714.319 1.90 5.93 .55 714.86 .00 .52 1.28 1.500 .000 .00 1 .0 .211 .1982 .0201 .00 .36 2.08 .21 .013 .00 .00 PIPE 1 1025.761 714.006 .367 714.373 1.90 5.65 .50 714.87 .00 .52 1.29 1.500 .000 .00 1 .0 .178 .1982 .0176 .00 .37 1.95 .21 .013 .00 .00 PIPE 1 1025.939 714.041 .380 714.421 1.90 5.39 .45 714.87 .00 .52 1.30 1.500 .000 .00 1 .0 .153 .1982 .0154 .00 .38 1.83 .21 .013 .00 .00 PIPE 1 1026.092 714.071 .393 714.464 1.90 5.14 .41 714.87 .00 .52 1.32 1.500 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - .126 .1982 .0135 .00 .39 1.71 .21 .013 .00 .00 PIPE 1 1026.218 714.096 .407 714.503 1.90 4.90 .37 714.88 .00 .52 1.33 1.500 .000 .00 1 .0 .107 .1982 .0118 .00 .41 1.60 .21 .013 .00 .00 PIPE 111111 S 1 S i 111111111 11111111111111111111 -1 111 i 1 i FILE: LAB315.WSW W S P G W - CIVILDESIGN Version 14.01 PAGE 4 Program Package Serial Number: 1296 f WATER SURFACE PROFILE LISTING Date: 9-23-2005 Time: 8:24:58 CASA GRANDE AVENUE f Q100-YEAR HYDRAULIC CALCULATIONS LATERAL B3-15 to 126-2050 Invert Depth Water Q Vel Vel Energy Super CriticallFlow Top Height/ Base Wt No Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.E1. Elev Depth I Width Dia.-FT or I.D. ZL Prs/Pip L/Elem Ch Slope SF Ave HF SE Dpth Froude N1Norm Dp "N" X-Fall ZR Type Ch ********* ********* ******** ********* ********* *******1******* ********* ******* ********1******** ******* ******* ***** ******* 1 1026.324 714.117 .421 714.538 1.90 4.67 .34 714.88 .00 .52 1.35 1.500 .000 .00 1 .0 .089 .1982 .0103 .00 .42 1.50 .21 .013 .00 .00 PIPE 1 1026.414 714.135 .435 714.570 1.90 4.45 .31 714.88 .00 .52 1.36 1.500 .000 .00 1 .0 .063 .1982 .0090 .00 .44 1.40 .21 .013 .00 .00 PIPE $ I 1026.477 714.148 .451 714.599 1.90 4.25 .28 714.88 .00 .52 1.38 1.500 .000 .00 1 .0 .050 .1982 .0079 .00 .45 1.31 .21 .013 .00 .00 PIPE 1 1026.527 714.157 .467 714.625 1.90 4.05 .25 714.88 .00 .52 1.39 1.500 .000 .00 1 .0 .037 .1982 .0069 .00 .47 1.23 .21 .013 .00 .00 PIPE 1 1026.564 714.165 .483 714.648 1.90 3.86 .23 714.88 .00 .52 1.40 1.500 .000 .00 1 .0 .021 .1982 .0061 .00 .48 1.15 .21 .013 .00 .00 PIPE 4 I 1026.585 714.169 .500 714.669 1.90 3.68 .21 714.88 .00 .52 1.41 1.500 .000 .00 1 .0 .005 .1982 .0053 .00 .50 1.07 .21 .013 .00 .00 PIPE 1 1026.590 714.170 .519 714.689 1.90 3.50 .19 714.88 .00 .52 1.43 1.500 .000 .00 1 .0 - - - - - - - - - - -I- - - - - - - -I- - - - - - - - WALL ENTRANCE 1 1 1026.590 714.170 .796 714.966 1.90 .11 .00 714.97 .00 .06 21.00 4.000 21.000 .00 0 .0 i -I- - - - - - - - - -I- - - - - - - -I- - - - - - - - i 1 F S, gk 6 y6 3+ f II" / II 1 I t 1 ! 11 t 1 II , It 1 II 11 IF 1 i 1 II 1 1 1 II 1 t 1 1 1 II 1 1111 I FILE: LAB315.WSW WSPGW - EDIT LISTING - Version 14.01 Date: 9-23-2005 Time: 8:24:50 4 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 I CARD SECT CNN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP ! CD 1 4 1 1.500 ! CD 2 2 0 .000 4.000 21.000 .00 WSPGW PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - CASA GRANDE AVENUE HEADING LINE NO 2 IS - 0100-YEAR HYDRAULIC CALCULATIONS HEADING LINE NO 3 IS - LATERAL B3-15 to 126-2050 WSPGW PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1003.890 709.670 1 713.530 ELEMENT NO 2 IS A REACH * * * Y U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1026.590 714.170 1 .013 .000 .000 .000 0 ELEMENT NO 3 IS A WALL ENTRANCE * U/S DATA STATION INVERT SECT FP 1026.590 714.170 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS * * I U/S DATA STATION INVERT SECT W S ELEV 1026.590 714.170 2 714.170 I 3 's 1 1 1111 E . 1111111111111111 • 11i11 I , 1 1 i 1 • l LAB315.WSW ; Ti CASA GRANDE AVENUE 0 4 T2 Q100-YEAR HYDRAULIC CALCULATIONS T3 LATERAL B3-15 to 126-2050 SO 1003.890 709.670 1 713.530 R 1026.590 714.170 1 .013 .000 .000 0 WE 1026.590 714.170 2 .500 SH 1026.590 714.170 2 714.170 co 1 4 1 .000 1.500 .000 .000 .000 .00 CD 2 2 0 .000 4.000 21.000 .000 .000 .00 Q 1.900 .0 1 I d 6 I 1 l }9 `?y Sf f I 7 I 1 1 k 4 1 I Y' Page 1 I 11m lila • X111 MA **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE MO (C) Copyright 1982-2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 d i Analysis prepared by: ■m Madole & Associates, Inc. 760-A S. Rochester Avenue Ontario, Ca 91761 MMI Om TIME/DATE OF STUDY: 13:28 09/15/2005 IIID Problem Descriptions: CASA GRANDE AVENUE ww STREET FLOW DEPTH CALCULATIONS CB #B3-13 Ow **************************************************************************** »»STREETFLOW MODEL INPUT INFORMATION«« 40 CONSTANT STREET GRADE(FEET/FEET) = 0.022000 40 CONSTANT STREET FLOW(CFS) = 3.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 34.00 ms DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 1111 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.16700 MO FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: mm STREET FLOW DEPTH(FEET) = 0.35 40 HALFSTREET FLOOD WIDTH(FEET) = 9.50 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.21 PRODUCT OF DEPTH&VELOCITY = 1.12 (O Problem Descriptions: CASA GRANDE AVENUE MA CATCH BASIN CALCULATIONS CB #B3-13 MO **************************************************************************** >>>>SUMP TYPE BASIN INPUT INFORMATION«« 00, 40 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. ,Mel BASIN INFLOW(CFS) = 3.50 MO BASIN OPENING(FEET) = 0.83 DEPTH OF WATER(FEET) = 0.35 ,I mm »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 5.48 'W= 14 G K_ IIS ____ 40 40 gm MO mm 4111 am 40 SO 041 DO **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2004 Advanced Engineering Software (aes) Mo Ver. 10.0 Release Date: 01/01/2004 License ID 1251 MO Analysis prepared by: am Madole & Associates, Inc. 760-A S. Rochester Avenue Ontario, Ca 91761 MIO TIME/DATE OF STUDY: 13:32 09/15/2005 air Problem Descriptions: CASA GRANDE AVENUE STREET FLOW DEPTH CALCULATIONS CB #B3-15 MO **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION«« CONSTANT STREET GRADE(FEET/FEET) = 0.001000 CONSTANT STREET FLOW(CFS) = 1.90 MO AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 34.00 OM DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 17.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 MO OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 MD CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.16700 MO FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREET FLOW MODEL RESULTS: OM STREET FLOW DEPTH(FEET) = 0.45 SO HALFSTREET FLOOD WIDTH(FEET) = 14.50 AVERAGE FLOW VELOCITY(FEET/SEC.) = 0.83 PRODUCT OF DEPTH&VELOCITY = 0.37 411 MO Problem Descriptions: CASA GRANDE AVENUE OM CATCH BASIN SIZING CALCULATIONS CB #B3-15 • **************************************************************************** »»FLOWBY CATCH BASIN INLET CAPACITY INPUT INFORMATION«« OD 40 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. UM STREETFLOW(CFS) = 1.90 NO GUTTER FLOWDEPTH(FEET) = 0.45 BASIN LOCAL DEPRESSION(FEET) = 0.33 OD FLOWBY BASIN ANALYSIS RESULTS: di BASIN WIDTH FLOW INTERCEPTION 0.44 0.29 10 0.50 0.33 00 1.00 0.64 1.50 0.92 2.00 1.16 MR 2.50 1.37 3.00 1.55 3.50 1.69 4.00 1.82 / �I rr O 4.38 1.90 OM MO OS 184 JOB CASA- Ri4AIDFi ii 6- ZOSV in MADOLE AND ASSOCIATES, INC. 760-A S. ROCHESTER SHEET NO. OF IONTARIO, CA. 91761 PHONE (909) 937-9151 CALCULATED BY TIL DATE X1'/231/Or CHECKED BY DATE +O SCALE 1 : : • ; •b _tet . i E f i ' I ,/� 1 }� I ► i ca. . : , , -; \/,' : ILI ', ' i . ) OM 7----Z -. ' Tti7b1-' (...i —i4. 1 ? X i 71.4!/ 1 4°‘ei i ql (1! ..r....111 1 4-i, 0 , q : I l ri i 4 t... I on ; j t : __ ......_........ .....__,..._....__....,........... ...._.. ......,...._.........._. ._....._,...._......._.. 1_._.._.:..._..............._-.....,._... ; ... — -- _ 11 I • j ,4 . f s -. 4'.9 i , i [ 11 * 1 11 BS BA 1 1 11 i RI 111 111 till111111 1 1 1 ! 1 1 a 1 1/4"x 51" DIAM. STL. PLATE 1/4"x x 2" STL. BAR 1/4"x 6 @ 6" O.C. STL. BAND ELEV. "A" GRADE SURFACE NICOLON MIRAFI 140N TO DRAIN FILTER FABRIC 06.30 T-- 'z FS N le e o PIPE RIM o 10 iST3THcKA : 16" CONST 3" THICK A.C. SLOPE PROTECTION STL. BAND 04.8 IN SLOPE PROTECTION /FL NOTES: I ' FABRICATE WELDED ASSEMBLY WIT ELEV. A: 06.30 MODIFICATIONS AS SHOWN Di: 48" 6" x 12" 12" i HEREON. D2: 24" OPENING (TYp) CONSTRUCT STRUCTURE PER Li: 4.5' 2' 2' D1=48" DIAM. 2' 2' O.C.E.M.A. (O.C.P.F. & R.D.) Ls. 2.5' STD. PLAN 1305 (SHT. 4) WRAP W/NICOLON MIRAFI 140N FABRIC AND SECURE WITH MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE. SCALE: 1"=2' on i t 1-6 r 4 (See note 5) 3/ " Hole, "H.D.", f. See Stiffener • OW equally spaced law Detail next page Center of hole A to be 1" from O.D. of plate. igill 41111 D, RISER C.S.P. - _ -_,-..-..'4,_.---,..-_-,-_-.4 DIAMETER GAUGE ilk D'/2 18"-27" 16 16, Dt Typ)III 30"-39" 14 Di +5. 42"-48" 12 ii. BOTTOM VIEW 51"-66" 10 a TOP PLATE a MN See detail for Elev. A Locking Devices IgoGrading at lip, \A unless otherwise 4. shown on pian. 1 1 D, o n" HD' . 'xis i 2 WM 1 a m I I � = "' 4 241-27" 30* 12 I11M • - - ,�, 30"-33" 24° 15 1- 36"-39" 20° 18 3 • �„ - t _-- ,'/x n places 42N_45" 16.5° 22 25 48"-51" 14.5° -- _ —-- I 54"-57" [3° 28 4 • Standard 60"-63" 11.5° 31 on - ; - galvanized 66" 10.5° 34 am connection band. = i I i O"" -- C.S.P. R.C.P. all - 1 _ - �-- - slope 1-0 r--- I di • . drain I1 1f- i _ . u__ AL Ne 10 --. 4-6"mln 'J��G� raisnammiliniank —Z.-- 1 1.4%1 Dry pack Di L min. Conc. slab um it ELEVATION S di ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY/ 1_, STD. PLAN Approved •‘/V o• W1,Zoun.D 1 J1305 1 of Public Works •1111 Adopted: Ras. 77-92 Revised: Res. 96-54fi INLET TYPE •V SHT. I OF 21 di IIIII a I-I . a _ 01 Teflon tape 1 % sial ;1 S2ti "b (1-y " %�;�r w Stl. bar (typ) �.� is Ol 112"x11/2"xI/4 ' Scarf.and me .._. Angle we i -4 NI I4 ♦ 4 1/ 5�e"x%" Spacer �f -4 'F a 1117 1/2" Allen bolt ON \ 'ilk \ HOLD-DOWN a I % "Steel Plate el DETAIL-PLATE STIFFENER Ring 0.D. Me ,?�• r v2. clyp)"n" plooss ww 1 ► �:.�� %2" std. pipe or all e' r mild steel bar =� Conc. collar C •,a- Wide C.S.P °` R.C.P. (--- m C.S.P. O.D.(di a up KO . 111 l illi41161: CIi 8 _.) . 0I, ALTERNATE JUNCTION 19 . a notchiop plat- sNOTES: BOTTOM VIEW r . ` 1. Riser pipe shall extend to "Elev. A". CAGE RETAINER RING • - 2. Elevation 'A, DI , D2 , Li , L2 are shown on plans. _ • 3. Corrugated steel pipe shall conform to AASHTO M-36. Pi 4. Grate assembly shall be galvanized after fabrication. or 5. For Di =54" and larger, weld I1/2 "x11/2 "xl/4 " angles to plate with l" w, . welds at 6" O.C. ell 6. n=number of bars on grate assembly. • is 7. Gouge of pipe for diameter D2 shall be same as for riser. 8. Riser and stub shall be shop fabricated and galvanized after . welding. - 9. The following shall be stencilled using 2 inch high letters and black Ili paint on the face of the curb adjacent to the inlet (either side) • and on the top .of the inlet: '" NO DUMPING • a . • DRAINS TO OCEAN a ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY G�oC STD. PLAN' Approved 4-4"-e; WLZaun.Dir or of Public WorksRR13 0 5 Adopted: Res. 77-92 Revised: Res. 96-546 di INLET TYPE V SHT. 2 OF 2 Om [ I ! 1 1 1 1 1 11. 1 11. 1 i 1 1 II E 1 t 1 11 11 L 1 $ 1 t 1 1 1 1 1 1 1 11 1 • , R2W ����, R8R7W ovi, R6W � RSW r4W �.� R2E T4N I_ - T ._ - I __ 1 17 or „ ar - ill - - 1111. _ --'-'#44 --T4N lik — ( e111411111 �4� ort sr. f 1 Id i 1 I I ' I .:..1411°1:10-40 ...:111.!NL., ___ „___:, _fl,__ ;:___7:7- sittitiL. ---t• ,, __!_ . -1-. 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J 1730 21 24 , 1300 1500 1000 1300 24 27 2000 1750 1250 27 30 , _ 1750 30 33 1750 (300 , 1300 33 r 36 1250 1000 36 39 1600 1500 1400 1300 1100 1100 1300 1600 39 42 1500 1400 1300 1200 • 1400 42 431400 1300 1200 ) 1100 1000 1200 43 48 '1300 1500 46 01 1200, 1100 10001 1300 51 54 1200 1100 1000 54 • 57 100057 60 900 900' 800 800 800 900 1100 1400 60 r , 63 4sn 830 630` , 1230 63 66 1 t 30 1030 950 66 69 1200 1200 1350 69 72 1300 1200 1100 , 1050 72 75 1350 1000 75 78 1230 ('' 78 81 1400 1130 111 84 1150 000 900 Ilµ • 87 1430 1300 '1000 87 90 _ 1210 90 93 1200 1030 900 93 96 1500 1350 1100 90 .102- 1160 102 10 8 (400 1200 .1011 r F PROJECTION CONDITIONlid UNRESTRICTED TRENCH WIDTH t PIPE DEPTH OF COVER IN FEET ' PIPE SIZE II 12 13 14 13 16 17 IS 19 20 21 22 23 24 23 SIZE 12 1750 2000 2000 2000 2250 2250 2250 2250 2250 2230 2230 2250, 2500 2500 25004 12 15 , 1750 1750 ,2000, 2000 2000 2D00 2250 2250 2250 15 • IS 1800 $730 1750 2000 2000 18 21 21 1500. T750- T750 2000 2000 20001 24 1600 $750 2000 24 27 1900 1750 • 2000 27 , 30 1250 1500, 30 , 33 I 1750 33 36 1250, '36 39 1200 1300 1300 1400 1600 1600 1700 1700 1800 1800 1900 1900 '1900 39 42 I 1600 r 1800 1 42 45 1200 1 1700 - 4 45 4 8I 1400/ 51 - 48 51 1100 .141154 5 T 57 60 1300 1500 1 _� 60 63 1150 1250 1450 $650 1730- X550 1950 63 66 66 69 69 72 , I _ $550 72 75 10501350 75 78 1200' 78 . 8I 2000 II 84 1950 84 87 97 90 90 93 1900 93 , 96 96 :02 1111 108 1$00 1050 , 108 . TRENCH CONDITION h." TRENCH WIDTH •• 0.0. •1 20 INCHES , . R. C. 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NO1E'COWTBICIAR SHALL POTHOLE MD WWI ALL T 72'R.C.P.S1LYE/DRAW(D LOAD SHOWN ON FUN). t UTILITY CROSSINGS FOR LOCATION Alm EIEIM ION PRIOR TO ANY CONSTRUCTION BONK Q- 48'RCP.Wm EN(0 LA10 SHORN II ON RANI 1II I I I I I I 1 I II 'I 'Z CND OF 11#22.lPIPE KL,67% CVASIRUCT 24'R. P.CSTORM OR4N(D LOAD SHORN ,'1 P' II i II t ( II # PROTECT NV-PLACE o-ON PUNS rpeo< POTHOLE EA7sT. 121' PROiFCT IN-PLACE POTHOLE DOSE 121' s. III. .• I VII I I **A/IID WATERLINE rEA75TNIC 24' FUTURE SCHOOL SITE **,yRp WATERLINE r' YIMIO iERUNE MID , o- r r8'R. P.GSTORM DAWN(D Low SHORN ',, " 40' �• \ RM111D WAIDPLANE ` APN 0230-141-32 I + fie CASA �y....'- -, SHORNi. C CH MMI R Ax SHORNSI ON ANT.L k •- I F NW R/W PROPOSED R/W - +1,, ;m �- GTO/ PER AP.WA,SID. FLAN.T00-1. I I. I. .. . . al.: w w w w W _ _ - _ _ Lv LYMISORACT AIH.PER AP.WA SID.PUN.720-1 I .I 14 L,++. } -----"--- --t. -- ...._. ... .._... _._ ..... .......... IMNIIIIMM .. ... ...... ......._.. - CURB .. ._..... .._..._......... ..._..... ....-_....... .... 1T4 +',, i I�.. >lmemNm 11, + - - - � -R/IV ` "r, -.. .`z.'- ._. ___ __.... ....._- _. �. . .......- _ _ ....,4 • . ......_ _....t...1''SUTTER, _- .. ._._ -� -- ..._ 0 PER DEM T SON SM. 4S1A PUN 310-r N I I • al I ':: ..._ ._ ::.: I-' _ _ ..:......._ » - - -_......_:__ ON SHE 4. .. ...__ ._. ... ". POP+DETAIL SHOWN \. 10+8681 ........ i .__. ... - I CONSTRUCT .PIAN 332-I i ; ._.... ... ,..._..._;--:-�� ... -.. __._..,..--,:..: . .. ........ I' / . T. If �� C S1FffEf vx 9o- dS PER AP.Wd SID ' -:` / If I.. I , ., Elim PA4E - ...... ._. _..+.�___- .., .. "-"'.'..-'!n...WHIG.Nr�"'."-`�-------- - ---. .. -•------- + + ----11'. I "C4.1 PER DETAIL SHOWN ON SITE.4. io. __ _ fo+aRer,Ec � -� ,c,'"" /I• .-�---�-.- An €O-CONSTRUCT PGG COLLAR PER APwA SIA ALAN JBO-2 I ...` .:._.,-..:.y _ PROP. CURB d•oUE1fRi• h �Q? 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R.::::: N22ff141t Mr I ..ri - _ it 1 ip-�l - r- p... --_ ... f/Ek711 PVYPb5E5 ._._..._._._._.. i L2 N4,074t ram I �.�`� ..•: o --. _- - LfNE --war- �77f" - PROTECT-f-PLACE , :, • •.s d•� L3 N6074' 'W 14.14 t I s / .•.n- -_... J ...LDOSING I % L4 N74,15 97.50 L. .ca -ZPlX1P-_._ _ SOW WATER (' I' 'I i,l 1 pti L!I, .r' : _.,�_ i. 1 I. ^.• L5 N8942$49 82214 2 .1 \ = :...::_;::. �_.<_t _ ...�r_��_t.,t._:::-v'" , ; 2 11 S j ; 7 8 (: i; I II it� g I L6 N1f12'592' 2659 y il 8 '. IS% 6 12I L7 NDD77br1Y 6250 y9� k+ �Q �i3 d 3 9 10 q ZZ � 22' !2 ,:, III I �i S 'P&,.•�3#4g� N� °� t TTM 88 �d O�� Is 0 I L8 N594239t 1249 a i; fiI' I t I •�y l , �' u�i ti J3 LS ikF'# i d i; I TRACT 17438 +8 6 d 1�� �[ 0 I I I 3d58. 4 r.. . ' Ilk 0 i '•I 4 I I ( I I I 8 P�.I I>�8 "r3 8 ,,g I , SPAIN AVENUE a=8 PAM TABLE W 1 I I I �ti�}} ' ++ 4 g Sys di \\ `l CARIE DELTA RADIUS LENGTH TANGENT I f Ij I j l C' n'.i3 y d © \ A-30 a T4s • iMIN Mi (l'iI. II I I I M L \ CASA GRANDE AVENUE e=+8' e ' I I I \ C=6.74" AENNI.-- I Fl7 &4 ar ARAs+9s I���`II I I !I il I I I ( e'``-•.,,0 0 3 OI=7?' ClGJ 6090b0' 4500 47.I? YSAB I G1/N or RF=WE N'ONUS ANNE OY=78' ig AS WON ON REM OF=WV tal CITRUS AVE 8=24' 8=24 arses =RAMS>LArr. Orr PRELIMINARY - NOT FOR CONSTRUCTION (2 ' 8=34' A=45' N-NAV ARE SEE SHEET 4 OF 9 ALERtlE.B ___ • DWG NO. 3710 �1r p r iMOULD CONSIEUCTIO y OF T E REQUIRED IMPROVEMENTS n-.e Ina..The s neneean a: CITY OF FONTANA, CALIFORNIA 1 DIOT 1 lel ix ©©® ~ARID rr TIE orarwx OP INDr cor NCE rwlrlRv TIMv YEAEa aF flE OIA7F of r' .uoaAr IIID TIEO PICT sue STORM DRAIN IMPROVEMENT PLANS,,�. '� R"R" CASA GRANDE AVENUE scrE o;� MN=NM= APPROVAL MOM HEREON AND CANNED FORTH N A t *,,,J..,1 - II/oA&NoatatifiR AM/ME BffQRE i, wrs BEFORE JOANNE THE CITY ENGINEER MAY IIECIAME it,,,., r,. a-w a p E IraRl ws�fst 6esNNi Int LINE "83" DAV AS SHOW r y� OIL; MP* YOU�„N°p" ■ ■■■■ NFA „E PLANS TO,I , „111T k:,, r c9� GB/EF FROM STA. 37+06.85 TO STA. 46+50 ARE E ROOS i� Dote: CNEWED ATM. AAFlMI®IR DRAWN •? 1-2600 A FlIs1C=WE WH uommaFREE w SNA ALERT CONFORMANCE 1W779 CONDITIONS At STANDARDS N EFFECT. ne IHt 811147 MAMW.BO �� GB ` D 5 ? i J:\126-2050\storm\SD02.dwa.1118/200510:56:51 AM.TN